SW7030901_CURRENT PERMIT_20031104

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 1Ogf�%
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

o�0 W A rk�9p�
0 -C
Ms. Lilias
PJR, Ltd.
WI-IR0
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
DIVISION OF WATER QUALITY
November 4, 2003
J. Morrison
P.O. Box 8309
Duck, NC 27949
Dear Ms. Morrison:
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H, Sullins, Deputy Director
Division of Water Quality
Subject: Stormwater Permit No. SW7030901
Harbinger Center
Redevelopment Stormwater Project
Currituck County
The Washington Regional Office received the completed
Stormwater Application for the subject project on November 1, 2003.
Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H,1000. We are forwarding
Permit No. SW7030901 dated November 4, 2003, to PJR, Ltd. for a
redevelopment project at Harbinger Center in Currituck County.
This permit shall be effective from the date of issuance until
November 4, 2013, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of
the Stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this
permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form
of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447.
Unless such demands are made this permit shall be final and
binding,
NCDEN€
N, C. Division of Water Quality 943 Washington Square Mall Washington, N.C. 27889 Telephone [phone] FAX [phone]

Lilias Morrison
November 4, 2003
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Roger Thorpe at (252) 946-
6481, extension 214.
Sincerely,
K-Jim Mulligan
Water Quality Regional Supervisor
Washington Regional Office
cc: Currituck County Inspections
Hyman & Robey
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7030901
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
REDEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143,
General Statutes of North Carolina as amended, and other applicable
Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
PJR, Ltd.
Currituck County
FOR THE
construction, operation and maintenance of stormwater management
systems in compliance with the provisions of 15A NCAC 2H.1000
(hereafter referred to as the "stormwater rules") and the approved
stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit for grassed
buffers and a wet infiltration basin to serve Harbinger Center in
Currituck County, NC.
This permit shall be effective from the date of issuance until
November 4, 2013, and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and
volume of stormwater described .in the application and other
supporting data.
2. This stormwater system has been approved for the management of
stormwater runoff as described on page 4 of this permit, the
Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.

.4
DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date.:
Water Body Receiving Stormwater
Runoff:
Classification of Water Body:
Total Site Area:
Total Impervious
Surfaces Allowed:
Basin depth:
Required Storage Volume:
Provided Storage Volume:
overflow elevation:
Harbinger Center
SW7030901
Currituck County
PJR, Ltd.
P.O. Box 8309
Duck, NC 27949
9/5/2003 original
UT to Currituck Sound
SC
10.44 acres
7.01 acres
5.35 ft
27,317 cu ft
55,367 cu ft
6.35 ft

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on theapproved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon
area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the
permit. Within -the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director
for modifying the site to meet minimum requirements. The
permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have
been made.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. The stormwater management system shall be constructed in
its entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surfaces
except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at all
times. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes

d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are
constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting
data.
6. Upon completion of construction and prior to operation of this
permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that
the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other
supporting documentation. Mail the Certification to the
Washington 'Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting materials as •may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
2. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to enforcement action
by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.

4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as
the construction of additional or replacement stormwater
management systems.
5. The permit may be modified, revoked and reissued or terminated
for cause. The filing of a request for a permit modification,
revocation and reissuance or termination does not stay any
permit condition.
Permit issued this the 4 th day of November, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7030901

Harbinger Center - Currituck County
Stormwater Permit No. SW7030901
Designer's Certification
I, , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(Project Owner)
hereby state that to the best of my abilities, due care and
diligence was used in the observation of the project construction
such that the construction was observed- to be built within
substantial compliance and intent of the approved plans and
specifications.
Signature
Registration Number
Date

OFFICE,USE ONLY'
Date Received
Fee Paid
Permit Number
9 t
sa-a
' Gr 7 a 3 O'Oi'O!
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an orlginal RECEIVED
I. GENERAL INFORMATION
b 20rA
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project$�,yplQ-WAR0
PJR, Ltd. ��,,JJYYYY YYYY [[11vv
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Lilias J. Morrison
3. Mailing Address for person listed in item 2 above:
PO Box 8309
City: Duck, State: NC Zip: 27949
Telephone Number: 8 0 0 2 61— 2181
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Harbinger Center
5. Location of Project (street address):
8845 Caratoi;e Hwy.
City: Harbinger
County: Currituck
6. Directions to project (from nearest major intersection):
From the west end of the Wright Memorial Bridge at Point Harbor;
continue west on Hi-ry 158 for approximately 2.2 miles. Harbinger Center
is on the east side of US Hwy •
7. Latitude: 360 06, Longitude: 7 5 0 49, of project
8. Contact person who can answer questions about the project:
Name: P a n Robey Telephone Number: ( 2 5 2 3P 5 —18 8 8
II. PERMIT INFORMATION:
I. Specify whether project is (check one): X New Renewal Modification
Forth SWU-101 Version 3.99 Pagel of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control �404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
I. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will sheet flora across asphalt parking lot to concrete valleys
and subsurface collection systems. Stormwater is then routed o an
infiltration basin designed to capture the 2" run off.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 10 . 4 4 acres
Pasguotank
5. How many drainage areas does the project have? 1
River basin.
4. Project Built Upon Area: 6 7 . 15
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing Impervious* Area
2.83 ( 3. 46 is existing
, 0. 63 Acres will b
Proposed Impervious*Area
4.18 AC
% Impervious` Area (total)
7.01 AC
Impervious` Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
2.76 AC
On -site Streets
On -site Parking
4.25 AC
On -site Sidewalks
Other on -site
Off -site
Total: 7.01 AC
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
replaced)
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? N / A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are Intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name
- Engineer and firm
-Legend
- North arrow
Scale
Revision number & date
- Mean high water line
Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Hyman & Robey, , PC
Mailing Address: 150-A US Hzay 158 East
City: Camden
Phone: ( 252 ) 335-1888
VIII. APPLICANT'S CERTIFICATION
State: NC
Fax: ( 252
Zip:
27921
338-5552
L (print or type name of person listed in General Information, Item 2) L i l i a s J. Morrison
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.n A
Signature:
Date: .70a
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
L PROJECT INFORMATION
Project Name : Harbinger Center
Contact Person: Sean Robey
This worksheet applies to: Basin No. P a s q u o t a n k
. (as identified on plans)
Phone Number: (2 5 2) 3 3 5 —18 8 8
in Drainage Area
(from Form SWU-101)
U. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type C o n e t o e
Infiltration Rate 2 — 6 ( m i n) (in/hr)or cf/hr/sf (circle appropriate units)
SHWT Elevation 3.75 fMSI (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 2 inch (1.5 inch event for SA waters, 1 inch event far others)
Design Volume 54635 c.f.
Drawdown Time 3.3 days
Basin Dimensions
Basin Size 35 ft. x 438 fi = 15,330 sq. ft. (bottom dimensions)
Basin Volume Provided 55,367 c. f
Basin EIevations
Bottom Elevation —water level 3.75 frnsl ( Bottom = - 1 . 0 )
Storage Elevation 6.35 fmsl
Top Elevation 7.7 5 fmsl
Form SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 211 .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
ah a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
�L b. System is located at least 100 feet from water supply wells.
C. Bottom of system is at least 2 feet above the seasonal high water table.
' d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
£ System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
Mhk. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
MyN p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

Attachment to INFILTRATION BASIN SUPPLEMENT
For Harbinger Center
C. The basin bottom is below the water table. This is an existing basin with a
permanent pool depth of±2.75'. All infiltration is calculated through the side
walls.
f. The system is located entirely on the project site and is adjacent to a paved drive
aisle which will provide easy access to the basin. The overflow for the basin
drains to an existing ditch located on the eastern property line.
g. The drainage area for the site is 10.44 acres. The system was constructed in the
late l 980's. We are working with an existing situation.
This system captures and infiltrates the first 2 inches of rainfall.
Most of the stormwater is routed through catch basins, but some of the water
surface flows to the basin by means of concrete valleys and curb and gutter.
n. No vegetated filter is provided on site, but the overflow will discharge into an
existing ditch that will route the flow approximately 700' before it enters wetlands
of the Currituck Sound.
q. No bypass was provided because we have increased the storage to include the first
2 inches of runoff and an overflow weir has been added to route excess rainfall
through the pond.

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: L I l i a s J. Morrison/President
Address
Phone:
Signah
PO Box 8309, Duck, NC 27949
NOte: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president,
I,'�Y.at Lo�r�r�t5 C.C�O�-try , a Notary Public for the State of`-i'1 zj4\-% County of
P1:4S41ko�ck'ti_ , do hereby certify that CGS personally appeared before me this04
o�
day of ga-5 and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
i We
SEAL "" My commission expires CD - 1 $ - Q �
Run= C61" Ic
Form SWU-103 Rev 3.99 Page 3 of 3

vko
Energy, Mineral &
Lon Resources
ENvIRONMENTAL OVALItY
ROY COOPER
Governor
MICHAEL S. REGAN
Sccrclary
TRACY DAVIS
Diree,rnr
February 20, 2017
Lilias J. Morrison, President
PJR, Ltd.
P.O. Box 146
Harbinger, NC 27941-0146
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7030901
Harbinger Center
Currituck County
Dear Lilias Morrison:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7030901 for a stormwater wet infiltration basin serving the
Harbinger Center located at 8845 Caratoke Highway in Harbinger, NC expires on
November 4, 2017. This is a reminder that permit renewal applications are due 180
days prior to expiration. We do not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at
httpaldeq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-
permits/stormwater-perm its/forms.
North Carolina General Statutes and the Coastal Stormwater rules require that this
property be covered under a stormwater permit. Failure to maintain a permit subjects
the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you.
Sincerely,
Rog rrK. Thorpe
Environmental Engineer
-_--'Nothing Compares—
Statc of North Carollna I Environmental Quality ! Energy. Mineral and Land Resources
Washington Regional Offire f 943 Washington Square Mall f Washington, NC 27889
252 946 4481